Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Consider the beam's cross-sectional area shown in (Figure 1). Suppose that a = 210 mm, b = 280 mm, c = 140 mm. Determine the location y¯ of the centroid for the beam's cross-sectional area.arrow_forwardA 240mm diameter circular simply supported beam carries a concentrated load, uniformly distributed load and a triangular load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let P = 195KN, a = 2m, and the modulus of elasticity of beam is 100GPA. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. w w B Im If the shear at a point 1m from the roller support is equal to -182.66666666667KN, determine the value of "w". kN/m Determine the deflection at point 2n from the hinge support. (Note: Put a negative sign if the deflection is going down) IIIarrow_forwardUse MOMENT - AREA METHOD to solve the problemarrow_forward
- Please do not copy any answers, they are incorrect.arrow_forwardFor the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at. A. Assume a constant value of EI = 113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB = 15 ft. LBC= 8 ft. - Wo A Answer: (a) 8B = (b) VA= LAB rad in. B LBC C Xarrow_forwardSolve using Castigliano's Theoremarrow_forward
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